Works matching IS 00988847 AND DT 2007 AND VI 36 AND IP 4
Results: 7
Energy dissipation in rocking bridge piers under free vibration tests.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 4, p. 503, doi. 10.1002/eqe.640
- By:
- Publication type:
- Article
Simplified seismic design approach for steel portal frame piers with hysteretic dampers.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 4, p. 541, doi. 10.1002/eqe.643
- By:
- Publication type:
- Article
Optimum viscous damper for connecting adjacent SDOF structures for harmonic and stationary white-noise random excitations.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 4, p. 563, doi. 10.1002/eqe.636
- By:
- Publication type:
- Article
Simplified seismic analysis of asymmetric building systems.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 4, p. 459, doi. 10.1002/eqe.635
- By:
- Publication type:
- Article
A simple procedure to approximate slip displacement of freestanding rigid body subjected to earthquake motions.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 4, p. 481, doi. 10.1002/eqe.639
- By:
- Publication type:
- Article
Design, test and analysis of a light-weight dissipative bracing system for seismic protection of structures.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 4, p. 519, doi. 10.1002/eqe.641
- By:
- Publication type:
- Article
Shaking table model test on Shanghai World Financial Center Tower.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2007, v. 36, n. 4, p. 439, doi. 10.1002/eqe.634
- By:
- Publication type:
- Article